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~ ~ s • • • • • <br />TABLE B-I <br />SUMMARY OF LABORATORY TEST RESULTS <br />• • • <br />JOB NO. 18,714 <br />PAGE t OF 2 <br /> NATURAL NATURAL ATTERBERG LIMITS STRENGTH TESTING :PASSING <br />HOLE DEPTH MOISTURE <br />CONTENT DRY <br />DENSITY uouio <br />uMir Pu,sricirv <br />INDEX UNCONFINED <br />OR U-U CONSOLIDATED <br />DRAINED.. .. NO, 200 <br />SIEVE SOIL TYPE <br /> FE % PCF % % PSF Phi C PSF % <br />TH-2 2 13.7 100 16,220 CLAYSTONE <br /> <br />TH-3 2 18.2 109 43 26 3,640 25 380 82 CLAY, SANDY (CL) <br /> 9 25.5 96 44 30 85 CLAY, SANDY (CL) <br /> <br />TH-4 2 12.9 117 41 26 17,880 83 CU1Y, SANDY (CL) <br /> 9 22.8 105 75 52 9,380 100 CLAY, SANDY CH <br /> <br />TH-5 2 19.2 110 44 27 7,590 & 7,71 94 CLAY, SANDY (CL) <br /> 4 18.2 108 38 23 5,300 86 CLAY, SANDY (C L) <br /> 9 16.1 115 8,170 8 7,6 CLAY, SANDY (CL) <br /> 14 17.4 108 35 21 3,460 81 CLAY, SANDY (CL) <br /> <br />TH-6 2 18.4 106 7,320 CLAY, SANDY (CL) <br /> 4 17.3 114 50 32 8,280 95 CLAY, SANDY (CL <br /> 9 16.9 114 53 36 99 CLAYSTONE <br /> <br />TP-10 2-1 12 RECLAIMED SPOIL <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />